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CONNECT TO BILD
PLUMBING PER
MECH
MATCHLINE - SEE SHEET C3.2
— — — — — — — — — — — —
N
N\ E,
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gill
Z.. 12 4" DI W (DOM)-
KT)4" DOMESTIC WATER�
�L3§ METER ASSEMBLY
>
�. 1111 1 �. - — � Yv (1) 4" 90' BEND (MJ)
fill '71, a ...
I i Pj5 THRUST BLOCKING
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MATCHILINE - SEE SHEET C3.4
LF 10" DI W
\Y
A
\V K(1) 10%4" TEE (FLxFL)
(2) 10" CATE VALVES (FLxMJ)
-\7(l) 4- GATE VALVE (FLxMJ)
THRUST BLOCKING
IF 426.67
01 — — — — — — — — — — YF/
I I . —
CONNECT TO
PLUMBING PER
MECH lmr1ml I r A4 4" DI W
(DOM) (PRIVATE)
IE 426.67
5 F PVC @ 16%
W DO N- URN
ELBOW ON UTL PIPE
RIM 430.12 r CONNECT TO DCDA IN BLDG CONNECT TO BLDG PLUMBING d
SS) OU7 PLUMBING PER MECH PER MECH
IE 426.79 (4"
BREA IN MECHANICAL ROOM 9 7�
JUDCATION APPROVED BY �160 LF 10" DII W
/WATER UTILITY
FF
r56 LF 6" 01 W 2" IRRIIGA�ION TAPPED TEE ON CONNECT TO GAS
F D
0 GAS
160 L C 1 N 0 N EC W )
— 0 T
M F T
(FIRE) (PRIVATE) WATER MAIN "`4 MEFER PER
MECHANICAL
0 4" LONG 2" BRASS NIPPLE %(1) 4" 90' BEND (Mj)
(TYR)
THREADED ENDS 44 OW 0 - N
RZ* BELOW GROUND
2" RESILIENT SEAT VALVE W/ 'W/RESTRAINEO JOINT 44 >
R 4NE ON AND 44
CONNECT TO CONNECTION TO MAIN PER COR TRANSFORM ER VAULT
GENERATOR MANUAL TRANSFORMER VAULT 0
PER ELECTRICAL
TRANSFER SWITCH ar
DCDA IN BLDG 44
STD PLAN 320.2
PLUMBING PER 1 44 PER ELECTRICAL
I �d (TYP) 4b
> MECH ea� (TYP) b IF
I . HER ELECTRICAL I Z
17 LF 4" 119 2" (TYR)
01 W (FIRE) IRRIGATION m
(PRIVATE)
7, 00
m
m
m
III t
1 14+ 1 SWINC TYPE 00
Oil 1�1..
l9H J . . . m
CR I CHECK It. m
m
m
0
NOTES: 4�0 Lr 6" D
97 LF 10" DI W
1 45* END
UST
I . ALL WATER FITTINGS AND VALVES o V I "L THE
WITH MECHANICAL JOINT (MJ) F�. 33 LF 4" DI W WBLOCKING
.. . .. . .. .. . . . . . . . . .
ED
.. . . . . . . . . . . . . .
. . . . . . . . . .
END(S) SHALL HAVE A -(FIRE) (PRIVATE) -
-TYPE RETAINER GLAND . . . . . . . . .
t -. W . . . . . . . ...
WEDGE . . . . . . . . EL TANK&
BACKUP PER
. . . . . . . . . . .
. . . . . . . . . . .
EQUAL TO MEGALUG SERIES 1100.. ;2 C.
- :I- : - : - : - ; 0 - - - ' . ' . ' .44+00 . . . . . . . . . . . . . ... 7
. . . :43 .... . . . . . . . . .0
VECHANICAL
... . . . . . . .
. ... . . . . . . .
. . . . - I - - - , - � _l, -
2. CONCRETE THRUST BLOCKS ARE
PER COR STD. PLANS 330.2 AND
REQUIRED ON ALL WATER FITTINGS 212 LF 10" DI
L
330.3. 81 LF 10 DI W 1�
11 LF DEPARTMENT 4
6" DI W CONNECTION ��7 7 2; �IRRGATIO :LIGHT POLE PER
FIRE HYDRANT AS SEMBLY FIRE HYDRANT ASSEMBLY MErER GAS LINE PER
3. WHERE NEW WATER MAIN CROSS �ELECTRICAL (TYP)
A NON -POTABLE PIPE, ONE FULL (1) 1 o,,x6,, TEE (MJXFL) (1) 10%6" TEE (MJxFL) SEE LANDSCAPE GAS UTILITY (1) 10" TEE UFLxFL)
LENGTH OF WATER PIPE SHALL �0) 6" GATE VALVE UFLxMJ) (1) 6j' GATE VALVE (FLxMJ) FOR CONTINUATION (TYR) (3) 10" GATE VALVE (FLxMi)
THRUST BLOCKING THRUST BLOCKING THRUST BLOCKING
BE USED WITH THE PIPE - — -- — -
CENTERED ON THE CROSSING
LOCATION FOR MAXIMUM JOINT
SEPARATION.
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4. WATER MAIN PIPE DEFLECTION
SHALL NOT EXCEED ONE-HALF
OF PIPE MANUFACTURER'S
SPECIFICATION FOR SIZE OF PIPE
G G G
USED. 04 G, "g.)
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(PUBLIC RI�T � WAY)
1932 Flmt Ave 3
SuIte 201 _'P`
Seattle, WA 98101 PERMIT SUBM
p. 206.725.1211 PERMIT RESUBI
I m M f. 2G6.973,5344 PERMIT RESUBI
engineering pIIcwww.IpdengIneerIng.om NO. REVISION
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BY I DATE I APPR
AS NOTED
I AyMl�
F N� � Wfl
S� A,=FDOIXY
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CITY OF
RENTON
Planning/Building/Public Works Dept.
20 0 10 20 40
Scale lw=20'
LEGEND
PROPERTY LINE
2_IO� EX CONTOUR (INDEX)
EX CONTOUR
230 — — PROPOSED CONTOUR (INDEX)
231 — PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
EX BUILDING
PROPOSED BUILDING
CONCRErE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
VERTICAL CURB
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPE
............ FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
DETENTIONI QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
BOLLARD
iYDRANT
FIT'INGS
SERVICE LINES
METER
SERVICE LINES
;ERVICE LINE
;ERVICE VAULT
;ERVICE CONNECTION
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now what's below.
S-419204 Call before you dig.
W-419204 Dial 811
R-419245 Is
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 0
msippo 04/13/2022 j
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WATER UTILITY WASTEWATER UTILITY �Z_
agafour 04/13/2022 JStowell n4/12/2022 ULI
NEW ELEMENTARY SCHOOL #16 MAR 2022
0
1075 DUVALL AVE NE
P
RENTON, WA 98059
UTILITY PLAN C3.3
46 � 147 OW